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<br />REBAR 6ENT BACK 4"
<br />~ REBAR CONT.
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<br />eONO el!AM TF<AN&I TI ON
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<br />SEE ~~EEr SI FCR ~IZE&, REeAR ___________
<br />SIZE~ . Nuf"':8ER REQUiREO _________
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<br />e~INGLES PER SPECiF1CATtONS OVER
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<br />~"x ~"x le/l~ EW!.U, ME5l-l REiNFORCING
<br />REQUIRED ThROUC:HOUT THE CONCRETE SLAB,
<br />PLUS THE MESH SHALL BE DOUeLED ABOuT
<br />TI-"E ENTIRE PERIMETER OF TI--lE SLAB OVER
<br />THE FOOTING AT LEAST :3 FEET WIDE
<br />~ MIL, YAP. BARRIER
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<br />~ 11''''r'F'ICAL. WAL.L. &l!C1'ION
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<br />eEE ELEvATIONS
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<br />5HINGLES PER SPECiFICATIONS OVER
<br />F<OOF iNG FEL r ON 1/2 "COX PL "r'UJOOD
<br />SI-iEATHINC: W/H-CLIPS ON PRE-ENGiNEERED
<br />WOOD TRU~SES ~ 24"o.C,
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<br />HURRICAl\iE ANCHORS
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<br />compliance with Section 1606 of
<br />the Standard Building Code
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<br /> DWG NO.
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